
  EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.007)
  --------------------------------------------------------------

  
  *********************************************************
  NOTE: The summary statistics displayed in this report are
  based on results found at every computational time step,  
  not just on results from each reporting time step.
  *********************************************************
  
  ****************
  Analysis Options
  ****************
  Flow Units ............... CFS
  Process Models:
    Rainfall/Runoff ........ YES
    RDII ................... NO
    Snowmelt ............... NO
    Groundwater ............ NO
    Flow Routing ........... YES
    Ponding Allowed ........ NO
    Water Quality .......... NO
  Infiltration Method ...... CURVE_NUMBER
  Flow Routing Method ...... DYNWAVE
  Starting Date ............ NOV-17-2015 00:00:00
  Ending Date .............. NOV-17-2015 23:00:00
  Antecedent Dry Days ...... 0.0
  Report Time Step ......... 00:15:00
  Wet Time Step ............ 00:05:00
  Dry Time Step ............ 01:00:00
  Routing Time Step ........ 30.00 sec
  Variable Time Step ....... YES
  Maximum Trials ........... 8
  Head Tolerance ........... 0.005000 ft
  
  
  **************************        Volume         Depth
  Runoff Quantity Continuity     acre-feet        inches
  **************************     ---------       -------
  Total Precipitation ......         1.250         3.000
  Evaporation Loss .........         0.000         0.000
  Infiltration Loss ........         0.064         0.153
  Surface Runoff ...........         1.166         2.799
  Final Surface Storage ....         0.021         0.051
  Continuity Error (%) .....        -0.122
  
  
  **************************        Volume        Volume
  Flow Routing Continuity        acre-feet      10^6 gal
  **************************     ---------     ---------
  Dry Weather Inflow .......         0.000         0.000
  Wet Weather Inflow .......         1.166         0.380
  Groundwater Inflow .......         0.000         0.000
  RDII Inflow ..............         0.000         0.000
  External Inflow ..........         0.000         0.000
  External Outflow .........         1.165         0.380
  Internal Outflow .........         0.000         0.000
  Evaporation Loss .........         0.000         0.000
  Exfiltration Loss ........         0.000         0.000
  Initial Stored Volume ....         0.000         0.000
  Final Stored Volume ......         0.002         0.001
  Continuity Error (%) .....        -0.007
  
  
  ***************************
  Time-Step Critical Elements
  ***************************
  None
  
  
  ********************************
  Highest Flow Instability Indexes
  ********************************
  All links are stable.
  
  
  *************************
  Routing Time Step Summary
  *************************
  Minimum Time Step           :    30.00 sec
  Average Time Step           :    29.99 sec
  Maximum Time Step           :    30.00 sec
  Percent in Steady State     :     0.00
  Average Iterations per Step :     2.00
  Percent Not Converging      :     0.00
  
  
  ***************************
  Subcatchment Runoff Summary
  ***************************
  
  --------------------------------------------------------------------------------------------------------
                            Total      Total      Total      Total      Total       Total     Peak  Runoff
                           Precip      Runon       Evap      Infil     Runoff      Runoff   Runoff   Coeff
  Subcatchment                 in         in         in         in         in    10^6 gal      CFS
  --------------------------------------------------------------------------------------------------------
  1                          3.00       0.00       0.00       0.15       2.80        0.38     5.01   0.933
  
  
  ******************
  Node Depth Summary
  ******************
  
  ---------------------------------------------------------------------
                                 Average  Maximum  Maximum  Time of Max
                                   Depth    Depth      HGL   Occurrence
  Node                 Type         Feet     Feet     Feet  days hr:min
  ---------------------------------------------------------------------
  3                    JUNCTION     0.18     0.37     2.37     0  04:13
  4                    OUTFALL      0.18     0.37     0.37     0  04:13
  2                    STORAGE      1.25     2.50     6.50     0  04:12
  
  
  *******************
  Node Inflow Summary
  *******************
  
  -------------------------------------------------------------------------------------------------
                                  Maximum  Maximum                  Lateral       Total        Flow
                                  Lateral    Total  Time of Max      Inflow      Inflow     Balance
                                   Inflow   Inflow   Occurrence      Volume      Volume       Error
  Node                 Type           CFS      CFS  days hr:min    10^6 gal    10^6 gal     Percent
  -------------------------------------------------------------------------------------------------
  3                    JUNCTION      0.00     2.38     0  04:13           0        0.38       0.013
  4                    OUTFALL       0.00     2.38     0  04:13           0        0.38       0.000
  2                    STORAGE       5.01     5.01     0  03:59        0.38        0.38       0.004
  
  
  **********************
  Node Surcharge Summary
  **********************
  
  No nodes were surcharged.
  
  
  *********************
  Node Flooding Summary
  *********************
  
  No nodes were flooded.
  
  
  **********************
  Storage Volume Summary
  **********************
  
  --------------------------------------------------------------------------------------------------
                         Average     Avg  Evap Exfil       Maximum     Max    Time of Max    Maximum
                          Volume    Pcnt  Pcnt  Pcnt        Volume    Pcnt     Occurrence    Outflow
  Storage Unit          1000 ft3    Full  Loss  Loss      1000 ft3    Full    days hr:min        CFS
  --------------------------------------------------------------------------------------------------
  2                       13.868       8     0     0        35.504      21       0  04:12       2.38
  
  
  ***********************
  Outfall Loading Summary
  ***********************
  
  -----------------------------------------------------------
                         Flow       Avg       Max       Total
                         Freq      Flow      Flow      Volume
  Outfall Node           Pcnt       CFS       CFS    10^6 gal
  -----------------------------------------------------------
  4                     95.40      0.64      2.38       0.380
  -----------------------------------------------------------
  System                95.40      0.64      2.38       0.380
  
  
  ********************
  Link Flow Summary
  ********************
  
  -----------------------------------------------------------------------------
                                 Maximum  Time of Max   Maximum    Max/    Max/
                                  |Flow|   Occurrence   |Veloc|    Full    Full
  Link                 Type          CFS  days hr:min    ft/sec    Flow   Depth
  -----------------------------------------------------------------------------
  LowerPipe            CONDUIT      0.72     0  04:13      4.23    1.40    0.87
  UpperPipe            CONDUIT      1.66     0  04:13      4.19    0.51    0.50
  OutfallPipe          CONDUIT      2.38     0  04:13      4.05    0.02    0.09
  
  
  ***************************
  Flow Classification Summary
  ***************************
  
  -------------------------------------------------------------------------------------
                      Adjusted    ---------- Fraction of Time in Flow Class ---------- 
                       /Actual         Up    Down  Sub   Sup   Up    Down  Norm  Inlet 
  Conduit               Length    Dry  Dry   Dry   Crit  Crit  Crit  Crit  Ltd   Ctrl  
  -------------------------------------------------------------------------------------
  LowerPipe               1.00   0.04  0.00  0.00  0.04  0.92  0.00  0.00  0.00  0.00
  UpperPipe               1.00   0.79  0.00  0.00  0.00  0.00  0.00  0.21  0.00  0.00
  OutfallPipe             1.00   0.04  0.00  0.00  0.00  0.95  0.00  0.00  0.77  0.00
  
  
  *************************
  Conduit Surcharge Summary
  *************************
  
  ----------------------------------------------------------------------------
                                                           Hours        Hours 
                         --------- Hours Full --------   Above Full   Capacity
  Conduit                Both Ends  Upstream  Dnstream   Normal Flow   Limited
  ----------------------------------------------------------------------------
  LowerPipe                   0.01      0.01      0.01     14.37         0.01
  

  Analysis begun on:  Tue Nov 17 17:22:20 2015
  Analysis ended on:  Tue Nov 17 17:22:20 2015
  Total elapsed time: < 1 sec